Method of recognizing obstacles on operation of a vibratory pile driver

Patent metadata

Field	Value
Publication number	US-10858797-B2
Application number	US-201815905498-A
Country	US
Kind code	B2
Filing date	Feb 26, 2018
Priority date	Feb 27, 2017
Publication date	Dec 8, 2020
Grant date	Dec 8, 2020

Abstract

A method of recognizing obstacles on operation of a vibratory pile driver of a work machine includes monitoring an acceleration signal of the vibratory pile driver during operation of the vibratory pile operator and analyzing the acceleration signal to determine the presence of an obstacle. The acceleration signal may be monitored over a time period which is determined based on an excitation frequency of the vibratory pile driver. The analysis may include comparing negative and positive half-waves of the acceleration signal. Responsive to the analysis indicating an obstacle, a system operator may be alerted, and/or operation of the vibratory pile driver may be adjusted via controller intervention.

First claim

The invention claimed is:

1. A method of recognizing obstacles on operation of a vibratory pile driver, comprising:
with at least one acceleration sensor, detecting an acceleration signal of the vibratory pile driver during operation by a vibratory pile operator and sending the acceleration signal to an electronic controller, wherein the detection takes place over an adjustable observation time period;
with the controller, selecting the observation time period in dependence on an excitation frequency of the vibratory pile driver; and
with the controller, analyzing the acceleration signal, the analysis comprising comparing negative and positive half-waves of the acceleration signal, and adjusting an actuator of the vibratory pile driver based on the analysis.

2. The method in accordance with claim 1 , wherein the analysis comprises determination of a speed and/or an amplitude of the vibratory pile driver.

3. The method in accordance with claim 1 , wherein the at least one acceleration sensor is arranged at the vibratory pile driver and/or at a leader and/or a driving element coupled to the vibratory pile driver.

4. The method in accordance with claim 1 , wherein comparing the negative and positive half-waves comprises comparing measurements of an area, an amplitude, and/or a shape of the negative and positive half-waves.

5. The method in accordance with claim 4 , wherein the shape of the negative and positive half-waves comprises a full width at half maximum of the negative and positive half-waves.

6. The method in accordance with claim 1 , wherein the analysis comprises a frequency analysis looking for critical frequencies.

7. The method in accordance with claim 6 , wherein the critical frequencies include resonant frequencies.

8. The method in accordance with claim 1 , wherein the analysis comprises an analysis of a harmonic factor of the acceleration signal.

9. The method in accordance with claim 1 , wherein adjusting the actuator of the vibratory pile driver based on the analysis comprises, responsive to the analysis indicating an obstacle, reducing an imbalance adjustment of the vibratory pile driver, reducing a driving force of the vibratory pile driver, and/or reducing an amplitude of an acceleration of the vibratory pile driver.

10. The method in accordance with claim 1 , wherein adjusting the actuator of the vibratory pile driver based on the analysis comprises, responsive to the analysis indicating an obstacle, providing an alert to a system operator.

11. A system, comprising:
a work machine comprising a hydraulic system;
a leader directly attached to the work machine;
a vibratory pile driver fastened to the leader and configured to transmit vibrations via clamping grips to a driving element;
at least one acceleration sensor; and
an electronic controller storing instructions in non-transitory memory that, when executed, cause the controller to:
detect an acceleration signal from the at least one acceleration sensor during operation of the vibratory pile operator over an adjustable observation time period;
select the observation time period in dependence on an excitation frequency of the vibratory pile driver;
analyze the acceleration signal, the analysis comprising comparing negative and positive half-waves of the acceleration signal; and
send a signal to adjust operation of the vibratory pile driver based on the analysis.

12. The system in accordance with claim 11 , wherein the at least one acceleration sensor is arranged at the vibratory pile driver, the leader, and/or the driving element.

13. The system in accordance with claim 11 , wherein comparing the negative and positive half-waves comprises comparing measurements of an area, an amplitude, and/or a shape of the negative and positive half-waves, and wherein the shape of the negative and positive half-waves comprises a full width at half maximum of the negative and positive half-waves.

14. The system in accordance with claim 11 , wherein the analysis comprises a frequency analysis looking for critical frequencies, and wherein the critical frequencies include resonant frequencies.

15. The system in accordance with claim 11 , wherein the analysis comprises an analysis of a harmonic factor of the acceleration signal.

16. The system in accordance with claim 11 , wherein sending the signal to adjust operation of the vibratory pile driver based on the analysis comprises, responsive to the analysis indicating an obstacle, sending a signal to an actuator to reduce an imbalance adjustment of the vibratory pile driver.

17. The system in accordance with claim 11 , wherein sending the signal to adjust operation of the vibratory pile driver based on the analysis comprises, responsive to the analysis indicating an obstacle, sending a signal to an actuator to reduce a driving force of the vibratory pile driver and/or reduce an amplitude of an acceleration of the vibratory pile driver.

Assignees

• Liebherr Werk Nenzing

Inventors

• Jussel Patrick
• Loster Peter

Classifications

• E02D7/18 Primary

  Placing by vibrating {(vibrators for soil compacting E02D3/046)} · CPC title

• E02D13/06

  for observation while placing · CPC title

• G01P3/54

  by measuring frequency of generated current or voltage · CPC title

• G01V1/00

  Seismology; Seismic or acoustic prospecting or detecting · CPC title

• G01P15/16

  by evaluating the time-derivative of a measured speed signal · CPC title